ENGR 220 Section 5.5-5.7. Statically Indeterminate Torque-Loaded Members Same method of analysis as...

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ENGR 220 Section 5.5-5.7
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Transcript of ENGR 220 Section 5.5-5.7. Statically Indeterminate Torque-Loaded Members Same method of analysis as...

Page 1: ENGR 220 Section 5.5-5.7. Statically Indeterminate Torque-Loaded Members Same method of analysis as for axial loaded members Sum of the moments Compatibility.

ENGR 220Section 5.5-5.7

Page 2: ENGR 220 Section 5.5-5.7. Statically Indeterminate Torque-Loaded Members Same method of analysis as for axial loaded members Sum of the moments Compatibility.

Statically Indeterminate Torque-Loaded Members

• Same method of analysis as for axial loaded members

• Sum of the moments

• Compatibility equation– Angle of Twist

Page 3: ENGR 220 Section 5.5-5.7. Statically Indeterminate Torque-Loaded Members Same method of analysis as for axial loaded members Sum of the moments Compatibility.

The following shaft is made from a steel tube with a 2 inch outside diameter which is bonded to a brass core with a 1 inch diameter. Determine the maximum shear stress in each section if a torque of 250 lb-ft is applied at the end of the shaft.G for steel is 11400 psi and G for Brass is 5200 psi.

Page 4: ENGR 220 Section 5.5-5.7. Statically Indeterminate Torque-Loaded Members Same method of analysis as for axial loaded members Sum of the moments Compatibility.

Stress Concentrations

Page 5: ENGR 220 Section 5.5-5.7. Statically Indeterminate Torque-Loaded Members Same method of analysis as for axial loaded members Sum of the moments Compatibility.

Stress Concentrations

Page 6: ENGR 220 Section 5.5-5.7. Statically Indeterminate Torque-Loaded Members Same method of analysis as for axial loaded members Sum of the moments Compatibility.

Coupling for a motor shaft

Page 7: ENGR 220 Section 5.5-5.7. Statically Indeterminate Torque-Loaded Members Same method of analysis as for axial loaded members Sum of the moments Compatibility.

Solid non-circular shafts